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Home My WebLink AboutVALLEY VIEW ESTATES TR 2c) f A I k"I I A Municipality of Anchorage On -Site Water and Wastewater Section - (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP1 81003 PID Number: 050-521-09 Dwelling: RE Single Family (SF) R with ADU El Duplex (D) El Two Single Family Project: RN New El Upgrade Name DAVID CURTIS ABSORPTION FIELD R Deep Trench 9 Wide Trench R Bed R Mound Site Address 25761 CRYSTAL CREEK DRIVE, EAGLE RIVER, AK ❑ Other Phone Number of Bedrooms Soil Rating depth from original grade (703)835-1174 3 0.8 GPD/SF JTotal SEE DWG. Ft, LEGAL DESCRIPTION Depth to pipe invert from original grade SEE DWG. Ft, Gravel depth beneath pipe 0,65'/ 0.65' Ft, Subdivision Block Lot VALLEY VIEW ESTATES - TRACT Fill added above original grade SEE DWG. Ft. Gravel length 120'(60'/ 60 Ft. Township Range Section Gravel width 5 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 600 Ft2 2 6+ Ft, Well 100'+ 100'+ - - 25'+TANK 9 Septic El S.T.E.P. 0 Holding 171 Other 'Manufacturer - GREERTANK Capacity **1500 Gal. Surface Water 1001+1 100'+ - - Material Number of compartments Lot Line 5+ *51+ - - NA PLASTIC 2 Foundation 10'+ 10'+ - - )N Manufacturer Capacity Remarks *LOT LINE WAIVER GRANTED (OSVI 71006) Gal. Alarm location Elect al ed by **OWNER INSTALLED LARGER SIZE TANK THAN NEEDED. Installer PIPE MATERIAL House to tank D3034 Tank to D3034 drainfield OWNER Drainfleld D3034 GO/MT D3034 Inspector GEG BENCHMARK (Assumed elevation) 155.52 ft Inspdates: ection 1st 6/22-23/17 2nd 6/24/17 Location and description V 6/28-30/17 4117/21/18 TOP OF MANHOLE (MH1) ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: Date 4 . .................. Septic System f A. G ness.-' Approved Date 2 1 A5_ C Q4p o Note: this approva �Zoes not include well permit requirements.aa Pr ofe Sko ECC8 t v. UUJV41 0) PERMIT NUMBER: PARCEL ID NUMBER: OSP181003 _ _0ECORD DRAWING 050-521-09 i .. / \ 100' WELL RADIUS • r NEW f WELL NOTE: RESERVE SITE IS FCO 27.6 5.6 MH1 55.3 38.9 - STI 57,8 43.1 - DBL1 60.6 47.6 - OBL2 61.2 48.7 - COI 79.3 72.7 - 0O2 107.7 90.9 128.5 CO3 1501 127.9 160.8 FS 136.6 149.2 C04 OWNER/CONTRACTOR. / z dINSTALLED DOUBLE 127.2 147.6 MT1 ' 125.2 145.4 C05 137.6 142.2 MT2 139.5 144.1 C06 54 140.1 161.1 MT3 138.2 158,9 C07 156.2 1. 163.1 MT4 \ 156.9 164.2 I 'w 's• 1 GARNESS ENGINEERING GROUP, Ltd ••.t •..4 • • •• ...............A..... VZOOMMUMM ENGINEERING o SALES,, CONSULTING 1 3701 E. TUDOR ROAD, SURE 101 • ANCHORAGE, AK 99507 -PHONE (907) 337-0179' FAX (907) 3383248' WEBSITE: www.gamemnginoodng.cwn `•■ . ■n..u•■. •.•un••un. ..� PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ey mess DAVID CURTIS 703-835-1174 2 OF 3 C -7953 •'° •�► PROJECT&EGAL DESCRIPTION: DRAWN BY: ��. •. t( ( 'l �.•••• +1 VALLEY VIEW ESTATES S/D; TRACT 2 J.L.M. IFQ ..... TYPE OF WORK: DATE: LICENSE,1��t"5,�,� ��♦ RECORD DRAWING OF NEW SEPTIC SYSTEM 10/30/2024 #AECC884 •- THE REBUILDING OF THE%• • ' Y �O NOTE: PIPE LOCATIONS ARE SHOWN ,","„ � EXISTING DRAIN ? • `�.+ ,. �;. OGi1,00 PER KENNETH G LANG, RPLS ;.:; ,. , •'. F :f, ASBUILT SURVEY DATED 02119/2021. 1 1 SWING -TIES TO HOUSE CORNERS a. •...:.:• o WERE GENERATED IN AUTOCAD. DRAINSOCK. (APPROX. LOCATION) •�• FG � I i INSTALLED IN THE SPRING/NEW GREER 1500 GALLON I SUMMER OF 2018 BY OWNER, PLASTIC SEPTIC TANK. i 2 - V TANK MONITORING ( INSULATED UNDER DRIVEWAY WITH •, } : • TUBES INSTALLED. ONE OF ' i �, ; • . UPHILL SIDE OF TANK AND ONE ' \ 4" OF INSULATION BY 4 FEET WIDE,' = 1 •, ON DOWNHILL SIDE OF TANK I CENTERED OVER PIPE PER THE i OWNER/CONTRACTOR. / z dINSTALLED DOUBLE I CLEANOUTS (DBL7 & DBL2) i ' Go w� •�••I I 54 '' •'. INSTALLED FLOW \ \\ '!•�• .•. • . °o \\ \\ " �. - 1 SPUTTER (FS) ., • - x y \ / CO I w Iwww w Q� •�'•.•�•• f:.,,.. i 1 / ww •w I ww U06 1 NEW DRAINFIELDS V LOT LINE WAIVER GRANTED - - - - - - ' CRYSTAL CREEK DRIVE (UNDEVELOPED) APPROXIMATE BOUNDARY ' OF FILL AREA OWNER OBTAINED ENCROACHMENT PERMIT (PERMIT # R171134) FROM MOA RIGHT-OF-WAY DEPARTMENT TO PLACE FILL IN RIGHT -OF -WAY N -----------------------r------------- NOTE: ANY DAYLIGHTING OF GROUNDWATER THAT WAS CREATED BY THE INSTALLATION OF THE ACCESS DRIVEWAY WITHIN 100 FEET OF THIS SEPTIC SCALE: SYSTEM OR ANY NEIGHBORING SEPTIC SYSTEMS HAS BEEN MADE SUBSURFACE. 1"= 50 f 'w 's• 1 GARNESS ENGINEERING GROUP, Ltd ••.t •..4 • • •• ...............A..... VZOOMMUMM ENGINEERING o SALES,, CONSULTING 1 3701 E. TUDOR ROAD, SURE 101 • ANCHORAGE, AK 99507 -PHONE (907) 337-0179' FAX (907) 3383248' WEBSITE: www.gamemnginoodng.cwn `•■ . ■n..u•■. •.•un••un. ..� PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ey mess DAVID CURTIS 703-835-1174 2 OF 3 C -7953 •'° •�► PROJECT&EGAL DESCRIPTION: DRAWN BY: ��. •. t( ( 'l �.•••• +1 VALLEY VIEW ESTATES S/D; TRACT 2 J.L.M. IFQ ..... TYPE OF WORK: DATE: LICENSE,1��t"5,�,� ��♦ RECORD DRAWING OF NEW SEPTIC SYSTEM 10/30/2024 #AECC884 NOTE: PER GEG SITE VISIT ON 10/10/2024, ALL SLOPES OVER AND BELOW DRAINFIELD AREA ARE NOW WELL VEGETATED AND IT APPEARS ALL SLOPES ARE LESS THAN 2: 1. NO DAYLIGHTING OF EFFLUENT WAS OBSERVED. seY PERMIT NUMBER: PARCEL ID NUMBER: OSP181003 Krmw&EcoKu DRAWING 050-521-09 TOP OF MANHOLE /A At I A% — A tr_" R-^ FINAL GRADE RTI LOWER TRENCH FINAL GRADES BASED UPON GEG ELEVATIONS ON 10/10/2024 = 99.15-99.79--n 2" OF INSULATION (PER CONTRACTOR) 03 FILTER FABRIC -- C -% tftfl" w z I CL MT3 MT4 SAND :-!V."i..' now [-40-5'+ (SEE NOTE) -ow. UPPER TRENCH FINAL GRADES BASED UPON GEG ELEVATIONS ON 10/10/2024 = 103.11-103.44 2" OF INSULATION (PER CONTRACTOR)- MT1 C01 MT2 CO2 FILTER FABRIC--, m m ks 140i e) -ORIGINAL GRADE @ HIGHEST POINT = 94.23 `*—INVERT OF DISTRIBUTION LINE = 94.90 TOP OF SAND 61 FILTER = 94.25 51 (SEE NOTE) INVERT OF DISTRIBUTION LINE = 99.15 -TOP OF SAND FILTER = 98.50 MAXIMUM DEPTH ON UPHILL SIDE = 97.00 / ON DOWNHILL SIDE = 96.50 (ALL ORGANICS REMOVED) BEDROCK AT 6 FEET. DRY TO 6 FEET ON 6/22/2017 MAXIMUM DEPTH ON UPHILL SIDE = 92.23 / ON OWNER OBTAINED A ENCROACHMENT PERMIT FROM MOA DOWNHILL SIDE = 91.83 RIGHT-OF-WAY DEPARTMENT TO PLACE FILL IN RIGHT -OF -WA (ALL ORGANICS REMOVED) M A PRI RY SITE PROFILE DETAIL RECORD DRAWISCALE: NG N.T.S. mommul cl) 0 w W Lo w C) u- < Q 2 M m m Lu cv) cl, co D 2 > a Wo nLL m m 0 W 0 z z w cy) W2� w CLx < CL CL co . . . . . . . . . . . 0 F- U) cl)U) uj�l a. cl) P U) OZ a Ill Z u_ . . . . . . . . . . . . w UJ U) < o < U) _j U- 0 0 > CL se > XCL Ill 00 co bra0 11 < ou- < > w (D 0- w Its4W 4w AV 4 a sea 0 mail noose allellossmall, Mao Ga ness mr AW • AV %FESS\ LICENSE 4141kyA #AECC884 Certified Drilling Log OWNER OF LAND: Michael “David” Curtis ADDRESS: LEGAL DESCRIPTION Valley View Estates Tract 2 DATE: 6-15-18 PERMIT NUMBER: OSP181003 DATE OF ISSUE: 1-19-18 TAX IDENTIFICATION NUMBER 05052109000 Is well located at approved permit location: Yes No Method of Drilling: air rotary cable tool Depth of Well: 184’ Casing Type: Steel Wall thickness .250 inches Diameter: 6 inches, depth 44 feet Liner type 140’ of 4.5” PVC Static Water Level: 32 feet Recovery Rate 15 gpm gph Method of Testing Air Well Intake Opening Type: open end open hole Screened Start feet Stopped Perforations Start feet Stopped Grout Type: Bentonite Volume: 200 lbs Depth: from 2 feet, to 42 feet Well Disinfected Upon Completion: yes no Method of Disinfection: Chlorine 50 PPM Comments: Shallow bedrock – Surface seal per MOA code. Bore Hole Data Depth From To 0 2 Casing Stickup 2 4 Overburden 4 62 Bedrock Gray 62 71 Bedrock Yellow Broken 71 100 Bedrock Hard Green 100 104 Bedrock Yellow Broken 104 168 Bedrock Hard Green 168 171 Bedrock Heavily Fractured Gray 171 179 Bedrock Hard Green 179 182 Bedrock Broken Dark Gray 182 184 Bedrock Hard Green Drillers Name: Cole Sullivan ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSu Borough: Department of Environmental Conservation. www.sullivanwaterwells.com Pump Installation Log Well Drilling Permit Number: OSP 181003 Date of Issue 1-19-18 Parcel Identification Number: 05052109000 Legal Description Property Owner Name & Address Valley View Estates Tract 2 Michael “David” Curtis Pump Installation Date: 6-21-18 Pump Intake Depth Below Top of Well Casing: 130 feet Pump manufacturer’s Name: F&W Pump Model: 4F11A07301 Pump Size: ¾ hp Pitless Adapter Burial Depth: 10 feet Pitless Adapter Installer: Pitless Manufacturer: Unknown Disinfected Upon Completion? yes no Method of Disinfection: Chlorine 50 PPM Comments: Pump Installers Name: Sullivan Water Wells Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. Unknown I I MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP201005 Work Type: Septic Renewal Tax Code Number: 05052109000 Site Legal Address: VALLEY VIEW ESTATES TR 2 G:0263 Site Mailing Address: 25761 CRYSTAL CREEK DR, Eagle River Owner: CURTIS MICHAEL Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: Effective Date Expiration Date: Lot Size in Sq Ft Total Bedrooms: nt Departnient 1/17/2020 1/16/2021 425700 Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: 1. Awell log, pump install log and water sample results for total coliform, nitrates and arsenic are required to be submitted to close out this permit (for well drilled under OSP181003). .1 2. The septic tank shall have a minimum 20" manway riser to the first compartment. Received By: Date: Issued By: �J I°iCC1� �SZn� Date: / > 7 , 3 MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 05D - 5 2 I— O Property owner(s) 1 ' t 1 Ck to S Day phone Mailing address S+Cee + Site address ` r Legal description (Sub'd., Block & Lot) V, V yew &&S4" �r z Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms 9 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field Initial ❑ Single Family (SF) Septic Tank Upgrade ❑ (w/wo AD U) Duplex (D) ❑ Holding Tank ❑ Renewal Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: "[ S-�n� Date of Payment: 1/1 [f o ORD Receipt Number: IM fl b5A 3 Permit No. O&Pw do S Waiver Fees: Date of Payment: Receipt Number: Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc " ol � rY MUNICIPALITY OF ANCHORAGE %� . � lel l' Il C . On -Site Water &Wastewater Program 1 PO Box 196650 4700 Elmore Road 9 Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 kw. http://www.muni.org/onsite l)eh<trtIII ent On -Site Wastewater Disposal System Permit Permit Number: OSP191006 Effective Date: 1/11/2019 Work Type: Septic Renewal Expiration Date: 1/11/2020 Tax Code Number: 05052109000 Site Legal Address: VALLEY VIEW ESTATES TR 2 G:0263 Site Mailing Address: 25761 CRYSTAL CREEK DR, Eagle River Owner: CURTIS MICHAEL Lot Size in Sq Ft: 425700 Design Engineer: GARNESS ENGINEERING GROUP LTD Total Bedrooms: 3 This permit is for the construction of: Q Disposal Field 10 Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: If well has been drilled, a well log, pump install log and water sample results for total coliform, nitrates and arsenic are required to be submitted to close out this permit. Received By: Date: I� q Issued By: �,{� �(� j'tJ Date: MUNMPAUTY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section --� Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. o S-0-52,) —G1 Property owner(s)M e_o) C (4/' -fl S Day phone v Mailing address Z Z ,.�3 ( oXe S-t`leefi Site address fil^G�GrR Z (fA le ✓��-ems Legal description (Sub'd., Block & Lot) ! (Aj 1eG t/+ ety CS -fa Tr 2 Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) 09_7 Absorption Field Initial Single Family (SF) Septic Tank Upgrade El(w/wo ADU) Duplex (D) ❑ Holding Tank ❑ Renewal K Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: yDistance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: /IS / NO Date of Payment: l ($ 19 Receipt Number: # a333 Permit No. fis(�U _Vtv"V� Waiver Fees: "� C��l Date of Payment: .1 }a) q q Receipt Number: (j, s Waiver No. 6 S\/ III � Uv t_'? GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client FormsTermit Application.doc oC"L""TY MUNICIPALITY OF ANCHORAGE // t '� On-Site Water&Wastewater Program 5• PO Box 196650 4700 Elmore Road Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 http://www.muni.orgionsite \ J/ 1),•11artmum �NCNOF pG� On-Site Water & Wastewater System Permit Permit Number: OSP181003 Effective Date: 1/19/2018 Work Type: WellSeptic Renewal Expiration Date: 1/19/2019 Tax Code Number: 05052109000 Site Legal Address: VALLEY VIEW ESTATES TR 2 G:0263 Site Mailing Address: Owner: CURTIS MICHAEL Lot Size in Sq Ft: 425700 Design Engineer: GARNESS ENGINEERING GROUP LTD Total Bedrooms: 3 This permit is for the construction of: Disposal Field Q Septic Tank ❑ Holding Tank 0 Privy El Private Well 0 Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72)and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Q Received By: `� / 9 Date: U Issued By: A. // rd l , , Date: MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On-Site Water &Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. OC I Property owner(s) ''CIV > C C tirl" S Dayphone >o3 as )! p Y Mailing address I22(3 I c 1 s-trey° Site address To6f Z ec�le (7v�',/ _ Legal description (Sub'd., Block & Lot) 1/&)/ej� V� e1 es f. � r v Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field [I Initial ] Single Family (SF) (w/wo ADU) Septic Tank Eik Upgrade ❑ Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well Water Storage El THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR: J WLw(Al'kee / Lot f'h c/Nve/ Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: 'Pk.oet.J00 Waiver Fees: Date of Payment: f Date of Payment: 2-/10117 Receipt Number: Receipt Number: 0 Permit No. OSPIQIOCt3 Waiver No. CSV 111 OG(0 Permit App_9-1-12.doc ,"tnt .S it .^ Municipality of Anchoragll e . ,\` � Department P.O. Box 196650 a 4700 Elmore Road Anchorage, Alaska 99519-6650 • (907) 343-7904 I Fax(907) 343-7997 http://www.muni.orq/Onsite Development Services Division On-Site Water and Wastewater Program **** VARIANCE/WAIVER REVIEW *** Waiver#: OSV171006 COSA#: Permit#: OSP171011 PID#: 050-521-09 Legal Description:Valley View Estates Tract 2 Engineer: Garness Engineering Group Applicant: Michael Curtis Your request for a waiver of the required 50 feet horizontal separation from the absorption field to the excessive slope has been approved. The approved separation distance is 0.0 feet. In addition, your request for a waiver of the required 10 feet horizontal separation from the absorption field to the lot line has been approved. The approved separation distance is 5.0 feet. See engineer's letter and profile drawing for waiver justifications. This waiver approval applies to the proposed absorption field only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. n The affected adjacent property owner(s) ,have been given a 7 day notice regarding this waiver. n Notarized letter(s) of nonobjection have been received from the owner(s) of the affected adjacent property. V1 Adjacent properties are not affected by this waiver. • t Waiver is Granted: X Waiver is not Granted: Date: o(la 20/ 7 Approved by: iiie..ca e'a ClUzit 6--(// Name of Reviewer **** VARIANCE/WAIVER REVIEW **** .�•' """` Municipality of Anchorage On-Site Water and Wastewater Program P.O.Box.196550 4700 Elmore Road r, Anchorage Alaska 995196650 Phone:(907)343.7904 Fax 1907}343-7907 . thtto:Iwww.muni.orefonsite a pai tn►c°nI Permit Number: OSP171011 Effective Date: 2/27/2017 Tax Code Number: 05052109000 Expiration Date: 2/27/2018 Work Type: WellSeptic Initial (0/22i I^1 SO)-1 Design Engineer: GARNESS ENGINEERING GROUP LTD Site Legal Address: VALLEY VIEW ESTATES TR 2 G:0263 Owner: CURTIS MICHAEL Site Mailing Address: Lot Size in Sq Ft: 425700 Total Bedrooms: 3 This permit is for the construction of: Q Disposal Field Q Septic Tank 0 Holding Tank ❑ Privy 0 Private Well 0 Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343- 7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: A copy of the encroachment permit to place absorption field fill in the right-of-way shall be submitted to MOA On-Site prior to construction. I Y 3/(/R- Received B : Date: Issued By: ted,,,A ��L1/ Date: 02,27 77 �03L. 56289 MUNICIPALITY OF ANCHORAG F� G�► •,fry Community Development Department - Phone: 907-,r ' 7904 Development Services Fax: 907- a' 7 On-Site Water & Wastewater Program Mayor Dan Sullivan On-Site Sewer/Well Permit Application For A Single Family Dwelling Parcel I.D. 050-521-09 Property owner(s) MICHAEL CURTIS C/O DAVID CURTIS-SON Day phone (703)835-1174 Mailing address 12263 LAKE STREET, EAGLE RIVER,AK 995777 Site address CRYSTAL CREEK DRIVE (UNDEVELOPED ROAD), EAGLE RIVER,AK 99577 Legal description (Sub'd, Block& Lot) VALLEY VIEW ESTATES;TRACT 2 Legal description (Township, Section & Range) Lot Size Sq.Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: (®all that apply) Initial ® Single Family(SF) Absorption Field ® (w/wo ADU) ❑ Septic Tank ® Upgrade Duplex (D) n Renewal Holding Tank ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well Water Storage n THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR: SLOPE WAIVER/LOT LINE WAIVER Distance: 0 FEET/5 FEET I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: g(M-t 215 = /g9 Waiver Fees: 21 " Date of Payment: oZ l 1 b l l 1 Date of Payment: 9,11 0 l 11 Receipt Number: 091 LV G Receipt Number: C `]'-1'76 Permit No. 05 62 V1 1° \ Waiver No. l73V f 1 OO(p (Rev.01/11) panics GARNESS ENGINEERING GROUP, Ltd Ad'rtvtr,Trtystcvn c:-rrx.! CIVIL&ENVIRONMENTAL ENGINEERS - Dealer February 20, 2017 (REVISED) Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Well and Septic System for Valley View Estates S/D; Tract 2 To whom it may concern: The proposed 3 bedroom house is served by a private well and septic system. Several test holes have been excavated on the property. The proposed drainfield (primary site) is designed around the 30 foot radius of Test Hole #3. We are proposing that a new 1000 gallon septic tank and dual 5-wide drainfields be installed for this property. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs which show the soil classifications, groundwater monitoring, and the percolation test results. For the primary site, we are proposing the system be designed around TH#3 which had the percolation rate of 12 minutes/inch and shallow bedrock at a depth of 6 feet. Based upon the percolation rate, the allowable application rate for TH#3 is 0.8 gpd/sq.ft. For the reserve site, we are proposing the system be designed around TH#1 which had a percolation rate of 10.9 minutes/inch and shallow bedrock at a depth of 12 feet. Based upon the steep slopes; and the limited usable area around the test hole (due to bedrock concerns), we are proposing the reserve site use a Cat II advanced treatment system. The allowable application rate using a Cat II advanced treatment system for TH#1 is 3.0 gpd/sq.ft. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There were no surface waters noted within 100 feet of the proposed septic system at the time of excavation of the test holes. However, with the excavation/installation of the proposed driveway, the owner may potentially intercept groundwater and cause it to daylight. A note has been placed on the design stating that if this occurs, any surfacing water within 100 feet of the proposed septic system will need to be routed subsurface. 4. TOPOGRAPHY AND SLOPE WAIVER: See the attached design and detail drawing which shows the topography information based upon a Walatka & Associates plot plan. As can be seen on these drawings, the proposed primary drainfields are to be installed starting on/at a 35% slope that changes to a 25% slope. At the property line, the slope 3701 East Tudor Road, Suite 101 *Anchorage,Alaska 99507-1259 Phone: (907)337-6179*Fax: (907)338-3246*Website: www.garnessengineering.com Page 2 of 2 changes to a 15% slope. These drainfields will have 2 feet of cover with 2 inches of insulation and will have 3:1 slopes on the downhill and sides of the drainfield. The entire mound will have topsoil placed over it and will be vegetated. Given the porosity of the soils and the fact that the entire area below the drainfield will be vegetated, it is our opinion that there is minimal risk with the installation of the primary site in regards to slopes. The 3:1 slope will encroach into the undeveloped road right-of-way. We have contacted Lynn McGee with the MOA Right-of-Way Department and have discussed the proposed placement of fill in the right-of-way. He was receptive to the proposal and requested a formal encroachment permit. The owner is in the process of obtaining the encroachment permit. A copy of this permit will be supplied to you once it has been issued. In regards to the reserve site, we have place a note on the design drawing stating that the reserve site will consist of the rebuilding of the primary drainfields. 5. LOT LINE WAIVER: As can be seen on the attached design drawing, we are requesting a 5 foot waiver from the south lot line to the proposed drainfields. This waiver is required in order to fit the proposed drainfield within the 30 foot radius of the test hole and to fit it between the proposed driveway and the south lot line. The lot line abuts the right-of-way, so neighboring property owners should not need to be notified. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. .in -rely,, Jeffs ij . carnes P.E., M.S. Presi•:' 3701 East Tudor Road,Suite 101 *Anchorage,Alaska 99507-1259 Phone: (907)337-6179*Fax: (907)338-3246*Website:www.garnessengineering.com • ' / I 1 VALLEY VIEW ESTATES S/13; 1 VALLEY VIEW ESTATES SID; // VALLEY VIEW ESTATES S/D;��\ I l'/ TRACT 2 TRACT 3 TRACT I \ \ / \ � F 12�• dWLI I i i'' 1 � \ 'fel 1 ♦ WI I ` 4 IQ QI / 14F. IIII111 lal \ 1 1 \\\` I 4i••::•...'' :••:-% :a o: - I I II • 400 :::::::::::: ::,; :. EXISTING \•� 3 :''1 \ssiiiss, fDRAINHELD 0 :::: :: :'. ..• � • ' NO LOG.BEDROCKaQ4�•., 1 iss 37. ' Q'(�G 0� C51. 364.. %...".:%...,. . . . ....'�.'••.'' P •• - ....�';1 PROPOSED / ,, c• 35Q.. @: - •^I;: 3 BEDROOM / :: HOUSE I ...:...:„:,.................„:„................E:;;:: I / I `I (t ili:i:450 1 ...,..%-...,.::::� Y7 r • w 3.,::c�u?.z,L-..L�':; /v:,. �►� OWNER DUG HOgi LE • ••v.....4'.'414:-.'-74 •''•`7.. �1j ''•.. Y I BEDROCK @1 10' \ ... • r.': aea U:, ::,/,2 •1;4.•:..c.�'.i.;.:::' I PROPOSED �, 2 I .."1"094% .mow, 0 \` � � I WELL 320 -� ' �� N /. .. — — ----- p CRYSTAL CREEK DRIVE (UNDEVELOPED) , ) / TH#3 0 _ 30'..--• 30' — ——- PRIMARY DRAINFIELDS T PROPOSED SEE DESIGN;PAGE 1 OF 3 SEPTIC TANK NOTE:ANY DAYLIGHTING OF GROUNDWATER THAT MAY BE CREATED BY INSTALLATION OF THE ACCESS DRIVEWAY WITHIN VAVALLLLEY VIEW EST.S/D#1; 100 EST S THIS SEPTIC SYSTEM OR ANYUNEIGHBORING /- 'y BLOCK 1,LOT 5 SEPTIC SYSTEMS MUST BE MADE SUBSURFACE. NOTE:TOPOGRAPHY INFORMATION PROVIDED BY -- C.:-......WALATKA AND ASSOCIATESC �� SEPTIC +�. _ VALLEY VIEW ESTATES S/D#1; AR J �'''' I \�`� BLOCK 1,LOT 4 ///' : I S. ,� \�`,\ • • S E: / I / \ . \ I / : i \ 1•-100' 1 /�-�� I I .J �, �� 1 I ri .44,!`c, OF 44 esu b ...... . . 1� • GARNESS ENGINEERING GROUP, Ltd • 41 .:g"1 . . �_* CIVIL&ENVIRONMENTAL ENGINEERS 0 • ANCHORAGE,E.TUDOR ROAD,SUITE 101• AK 99507'PHONE(907)337-6179•FAX(907)338-3246'WEBSITE:www gemessengmeering.com •. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 S e• :y A.G8 s i 14.,• = DAVID CURTIS 703-835-1174 1 OF 3 . j. • C -793 '�[_a PROJECT/LEGAL DESCRIPTION: DRAWN BY: �♦�,�•••.• .0) 2, Ili•••c4) • VALLEY VIEW ESTATES S/D;TRACT 2 J.L.M. •. PROFESS••'•............. P�, 4. 44 TYPE OF WORK: DATE: REVISED LICENSE,I�1 1S' SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 2/20/2017 #AECC884 �� I l' :1:.:..1.:: ---.--- 11.1.111..111.. -1:9-9:7-------......7::.::: : :" NOTE:THE CONTRACTOR OR OWNER L GEGEF i THATL td.HAS pE RAT8A1PNAsGTE TO THIS SPECIFICATION DESIGN.T 0 ....... • ;............. DESIGN CRITERIA: MUST HAVE THE WELL LOCATION,100 OBTAIN A COPY OF THE LETTER CONTACT l'::::,..5..i6'........:• NUMBER OF BEDROOMS: 3 FOOT WELL RADIUS,AND THE SOUTH GEG.BY PROCEEDING FORWARD WITH THIS : '•;"•••••••••••• GALLONS PER DAY(GPD): 450 LOT LINE FLAGGED/STAKED BY A INSTALLATION,THE ENGINEER,WELL DRILLER, I ••••• •••••••••••••••••• ... ' PERCOLATION RATE/S: 12 MIN./INCH(TH#3) REGISTERED LAND SURVEYOR PRIOR CONTRACTOR AND PROPERTY OWNER AGREE .:: 1. ••••••••••••••••••••••.:. : PROPOSED APPLICATION RATE: 0.8 GPD/SQ.FT. TO ANY CONSTRUCTION. THAT THEY HAVE READ THESE • • • • • - SPECIFICATIONS AND AGREE TO ACCEPT THE :::-........:•.>.,... ..: • MINIMUM DRAINFIELD saFT.: 563 .., •.. ••, ••. •••• ••.. ••. •., ... ... . . ... ..... .......... ;••••2••• ••:•,•'5• ,.• .., .,..., ... TERMS AND CONDITIONS OUTLINED. : .•••• •'-•'•••••••••• DRAINFIELD DESIGN: I ....y''...17:6, .•••. • MAXIMUM EXCAVATION DEPTH:2 FEET @ •.:'•••.',....:•..... ".....:::-..,;................... ••••••,................., NOTE:THE RESERVE SITE , I- li .......1' ••••••••.'••:\l, WIDTH: 5 FEET HIGHEST POINT ••••••••••••••::-•••.;:••••••• ••••••.•.::•••••,..1••••••••••••....••••:::::::::::z.,.. WILL CONSIST OF REBUILDING ' w iii :: :: :: 0 THE PRIMARY DRAINFIELD. I ill II, •••• •'••....•' EFFECTIVE: 0.5 FEET ••...-•,.. N.••,.. •.... ••,.. ... ••,.. •.........•.,.•••••••,. •.,..••,. •... •... •.... ••••••••''•. 400 ••• ACTUAL SQ.FT.: 570 • •. • •.. . . • . • . •., • • - •••••.::.:::•• •••• ••'. •". i.... ••••• •••. *. •. ... ••• . . . . . .... .... ., , , .. .., . ... ...:„..,........ ......,::.,...... .c,. ........... ••• •••• ••••.*....•••., ..... '....... ....••••••:::••••••::.':. : i.•:.:- ............., ., ... •• • -. •• •. •••.••. • .• .• •. •• • •• .. • .......... ....•••••• _ ••••... •'• '• ' ' • •• ... ...•••••••• ••••••... .•....••........ ••:•.::: •••••••••,' ••::::•?.64$,•• •'••:•.•••..:•••..., .... '.::•••.)::. . ..,::: .....s. 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'-'• 11.-1 .: i: •'•,.':, \ I •Ii:i Al...' ..........-...,,,-.:-.........*SkILATE4.1N4.UNPERPRO/EWAY., "..........."-.... -••::*•:::.:.:.".."..::i.....i....: iTEST I4OLE . . .-.... ..................-........ ..-... % . ,:c . k .. ....-.\ :: ...............•.•.••.•.•.:•-••• •••••• i-:';: .....:::.:.:.:................................'..........::.....:...:.....:.-:.'.....:.......:::..:.4.... . ...-....'.............'-..-....--... \..*..II•.l'i''i':-i:::....4..:...:":;.v...:.X 73EDROC*0 16 .:wos,.pENTgftclyEr4PE - . \ - ...: . -1 ..... ..: .. ... .. I . INSTALL FLOW F3°,°8q1P9°P90N / p40PQ*D 4:5.:1 1-:.:.:. • ••• ........... ... .. .. . '''... '.............;•••::::•-•::::•..... .4r.....:•1•.::::.....: •...::..-.. ..:.i.,i •?0,,... ...%...Y.E..4......:...1.1.............i::: •..... .•,••••!. •-f.i...: :.• •. s'.•:.. ,......A.........,..t.-....444 a'.....•".". .. ... .. .. .., ... ..•. .. Oi;iblIns0 6 . i .f• • ... ....:..:..... :"....'. ....... ....... -.7,‘, .......•....---‘94.•-•41.. • .. 4301— . .1...........f••• '. 44' '" •'' i' ... i ......i•'• .. ... , ,to................. /..--- ••••• .. \... ...14'4* .... .... .... .. .....:........... ...... ....-;:.. .. ..... • ' ••'• ••. •••., •... • • • •• •• )1 .„.,, ,'-,„•,,.,,,, ..INV • • • -it).....• ....'•-•. '.‘ '.'•.....- . - ., .x,•,_ . 4o4,-.._. .• %• ' • ........ •• f•-,s••••• • --.1 .... .... ......... ••• •-•-•'-i% :,... ••••1. •. *".... SE DE§IGN•QFUTERIA ..• •• '1/4- '•.••• : ''••.t ../ .. •'''' ••.•••• ''' -j/EVtim•re•-• •'..7.,.:•i..:E..R.:74••;:'4,:.'.04 .*.:::-,....r 1*.. •• • Al - —.7- --:-.. :N';',/ . .,/56,7'. , ,7".,',,Z 7,/,>it-. ••••.., '.....: V:-..... -..... ,.... . . . . . . . . -•••••• •-. ': ..• . , , , ;7 .., , / . , ,t7 .• , --: .. .. .• , r . , • . „ , ,. , , • , '.. . : / 7 •7',/ / // / ,i ./'./ 5.Lat LINt WAIVE0\7QUESTED ••••• •••• :.. .... ': •:: : : • / z / /•/ ;,,/,/ ,/ „.!, ... i t : 1 i • ' / // / .," ..: i .: : : .,, fg 0 • : : ./ /i //•////• //,44 : • ' • "---- - APPROXIMATE BOUNDARY CRYSTAL CREEK DRIVE (UNDEVELOPED) z OWNER TO OBTAIN ENCROACHMENT PERMIT \ OF FILL AREA REQUIRED / FOR 3-1 SLOPES FROM MOA RIGHT-OF-WAY DEPARTMENT TO \ . PLACE FILL IN RIGHT-OF-WAY --- — — ----" NOTE:ANY DAYLIGHTING OF GROUNDWATER THAT MAY BE CREATED BY INSTALLATION I OF THE ACCESS DRIVEWAY WITHIN 100 FEET OF THIS SEPTIC SYSTEM OR ANY SCALE: NEIGHBORING SEPTIC SYSTEMS MUST BE ROUTED SUBSURFACE. I I 1.=50' 41,101%II i_ 44e- OF ..'\ .......,, 4 ... •• ....... . v• ,,, 1; .-• . "..7---- ! , .. . • , *. • - --...7 --1 ,.'':- . _7'''..:,',.. , i , , --. ., -.., .„... . . F4 /• : 91 .,;!\_ .......:...... GAR ENGINEERING GROUP, Ltd . • : , . • • , 0 CIVIL&ENVIRONMENTAL ENGINEERS----- - --:, 3701 E.TUDOR ROAD,SUITE 101•ANCHORAGE,AX 99507•PHONE(907)337-6179•FAX(907)338-3246*VVEBSITE:vnvw.gamessengineering corn 01:i. • .. : fter• p. .i . /....rFr- PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 ill 1: Je A. -.V ess ir,:i N DAVID CURTIS 703-835-1174 2 OF 3 0 0 . : PROJECT/LEGAL DESCRIPTION: DRAWN BY: . ... E-7943 ..: ,..: • , . i It 3' • c,fi ... -2,0,4). i..e...c 4. VALLEY VIEW ESTATES SID;TRACT 2 J.L.M. it. pRoF ...... TYPE OF WORK: •DATE: REVISED 44 ES-5k 44 LICENSE la III%%slim** \.. DESIGN FOR PROPOSED WELL AND SEPTIC SYSTEM 2/20/2017 #AECC884 .1 i DESIGN CRITERIA: NUMBER OF BEDROOMS: 3 GALLONS PER DAY(GPD): 450 PERCOLATION RATE/S: 12 MIN./INCH(TH#3) PROPOSED APPLICATION RATE: 0.8 GPD/SQ.FT. MINIMUM DRAINFIELD SQ.FT.: 563 DRAINFIELD DESIGN: MAXIMUM EXCAVATION DEPTH:2 FEET WIDTH: 5 FEET HIGHEST POINT LENGTH: 114 FEET(2 @ 57'LONG EACH) M.O.A.APPROVED SAND FILTER: 2.5+FEET EFFECTIVE: 0.5 FEET ACTUAL SQ.FT.: 570 PROPOSED DRIVEWAY ,T • CY w Mr • I 5.10SVOPE W Z 3 ao-j T•3 ��"'ti` 4; I SAND',,S, 2'DEEP \�''''\. • 25"/o S y 6 NO �,\/\/\\\ \\ •SAN D 4* 2'DEEP • \�//. • SLOPE./ice '/ /��, • IEolOQJC4 F BEDROCK AT 6 FEET .D,EQp, UMEO OWNER TO OBTAIN A ENCROACHMENT PERMIT FROM MOA RIGHT-OF-WAY DEPARTMENT TO PLACE FILL IN RIGHT-OF-WAY PRIMARY SITE PROFILE DETAIL DRAWING SCALE: F , 1"=10' ..*VLSCI\,,1 ..., sc_ 4.1'.... .4 NAW_.( -4.)4.... .. .. GARNESS ENGINEERING GROUP, Ltd , .••.:..•..�•• • CIVIL&ENVIRONMENTAL ENGINEERS-._._.- - ,0 0 • 3701 E.TUDOR ROAD,SUITE 101•ANCHORAGE,AK 99507•PHONE 19071337-6179•FAX(9071338-3246•WEBSITE:www.gamessengineedng.com •••• f • • ••••__ • PREPARED FOR: PHONE NUMBER: PAGE NUMBER: //vr'l /' •ey A. Garr ess '�• DAVID CURTIS 703-835-1174 3 OF 3 �.A�j- '. CE-793 i��• �� PROJECT/LEGAL DESCRIPTION: DRAWN BY: . 431`...Q" Iri 137:**'(`:. VALLEY VIEW ESTATES S/D;TRACT 2 J.L.M. •� D •ppp��••••• ••• ,,� TYPE OF WORK: DATE: REVISED LICENSE,111%%sswa 4 PROFILE DRAWING OF PROPOSED DRAINFIELDS 2/20/2017 #AECC884 c .,0,11%S\\\11 ♦♦�� a4 ♦1♦ / �L0 .a' _ i C7.. �� •• ... .if/ g.111 �� •�.* GARNESS ENGINEERING GROUP, Ltd , . ilt • CIVIL&ENVIRONMENTAL ENGINEERS • /�'` • 370'E T,.3(3 kOA.3 SJi 1''0' ANC"OMGE AK 99507•PHONE(9011331.8779'PAX(907)338 3206'WEBSITE r1Aw.9Wn"sv�,,;.�..,•r.�(..� 10. l � (SOIL LOG PERCOLATION TEST) • % / CE-7• ;' ‘1.J� LEGAL DESCRIPTION: VALLEY VIEW ESTATES S/D:TRACT 2 ♦1♦,�F•,,i id. j.*** C.. ♦ PERFORMED FOR: DAVID CURTIS DATE: 9/6/2016 ♦♦♦ OFESS��P�♦♦ DEPTH - -�- #LICENS 4 ♦E I%%moms,*• (feet)—; 6"-I' ORGANICS TEST HOLE #1 1 • • • • SOIL CLASSIFICATIONS SITE PLAN 2 — , , 3 — ORG • • �: :� :•: GP ) I ML • • GM / CL _ • • GC �1 OL \,P� 4 • • o°oo�� SW 1�� MH ZR \' — •• • tUJ' SM ' .i OH6 R • SC .`Z\<</ ' 7 • • GM DEPTH TO Q-N • • GROUNDWATER DATE ix./. c)1 • 5 8— ! ' DRY 9/6/2016 • • DRY 9/13/2016SCALE. • 1 9 * o0 • • 10 ' • F • CLOCK NET TIME WATER LEVEL NET DROP 11 — • DATE READING TIME (MINUTES) READING (INCHES) 12 R • 9/6/2016 1 3:28 6" - FRACTURED 2 3:58 30 3-1/8" 2-7/8" BEDROCK 13 — 3 3:58 - 6" 4 4:28 30 3-1/4" 2-3/4" 14 — 5 4:28 - 6" 6 4:58 30 3-1/4" 2-3/4" 15 — 16 — 17 — - — ------- 18 — PERCOLATION RATE 10.9 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 — TEST RUN BETWEEN 5.0 FT. AND 6.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: IN YES ❑ NO SOILS LOGGED BY:. JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH. PERFORMED BY GEG,Ltd. I,JEFFREY A.GARNESS,CERTIFY THAT THIS WASE?OC D IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: / i ,,,,,,,........I • GARNESS ENGINEERING GROUP Ltd • • ' 1' : �� _* • CIVIL&ENVIRONMENTAL ENGINEERS 01 i • ,. E i--.,,x,,,JAL;SJI IE'o'-ANCHORAGE.AK 99507•0,1071E(907)337.6179•PAX(907)3383218•WE8SITEwww.gr"osxv�yu0...ni.,,on . 0 = A. Gayness r ISOIL LOG - PERCOLATION TEST ••0 • • C 7q753 ,;• 7 LEGAL DESCRIPTION: VALLEY VIEW ESTATES S/D;TRACT 2 �.� T .•kms:. PERFORMED FOR: DAVID CURTIS DATE: 9/6/2016 44� PROFESS\QN**. DEPTH .----- #AECC884 ,11visss�� (feet)—._ 6"-I' ORGANICS TEST HOLE #2 1 . • . SOIL CLASSIFICATIONS SITE PLAN • 2 I .., ;, ■ 14/41 GM J�� CL 4 • . �e)�/ GC �� OL \,P • . ,00:, O SW I i l MH Q ;•,00:,:p0; SP /� CH �\'� 5 ' • }i4. SM ,/ ,i OH )k Q 6 . . ML MIXED G 7 , * THROUGHOUT DEPTH TO •• P GROUNDWATER DATE �l�,P N co 8 ! DRY 9/6/2016 R ■ DRY 9/13/2016SCALE. 9 . 1•=too' • 10 • FRACTURED DATE READING CLOCK NET TIME WATER LEVEL NET DROP 11 BEDROCK TIME (MINUTES) READING (INCHES) 9/6/2016 1 3:30 - 6" - 12 — 2 4:00 30 4-1/2" 1-1/2" I 13 — 3 4:00 - 6" 4 4:30 30 4-5/8" 1-3/8" 14 — 5 4:30 - 6" 6 5:00 30 4-5/8" 1-3/8" 15 16 — 17 — J 18 — PERCOLATION RATE 21.8 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 — TEST RUN BETWEEN 4.5 FT. AND 5.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: I. YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH. __. PERFORMED BY GEG, Ltd. I,JEFFREY A. GARNESS,CERTIFY THAT THIS WAS PEBFOMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ./4 i 7 ti° SPE • ��♦.i GARNESS ENGINEERING GROUP, Ltd •\* • CIVIL&ENVIRONMENTAL ENGINEERS ... • 3701 E.TUDOR ROAD,SUITE 101•ANCHORAGE.AK 90507'PHONE(907)337 6179•FAX(907(3363246'INE0wvu ,g 51TE.ww.g "esserg"ancon, •. . SOIL LOG - PERCOLATION TEST �# ,S ♦ �kf • CE 953 _* LEGAL DESCRIPTION: VALLEY VIEW ESTATES S/D;TRACT 2 �. �•'•, J i ••(`�:• PERFORMED FOR: DAVID CURTIS DATE: 9/6/2016 •44 ROFESS\U�•. DEPTH :----- #A CC884 milk (feet)- 6"-I' ORGANICS TEST HOLE #3 1 r • . SOIL CLASSIFICATIONS SITE PLAN • 2— it • `?,`,a':, GW i::::::::::: ORG GM TO ML • 3— ! • W& SOME GRAVEL 1022 GP ML 11:11191 GM W CL 4 — ' • LENSES g��% GC OL VP� OF SAND °°o°o o". SW jj( MH e s— • ,� SP iCH ,..._,'S4/ R • IMR SM r' ,./; OH �O 6 Iv . �� t! SC �x� G,�. FRACTURED Q. BEDROCK KS 7— DEPTH TO DATE P GROUNDWATER ��(i (Nik 8— DRY 9/6/2016 DRY 9/13/2016 SCALE: 1 , 9— r=goo. 10 — NET DROP 11 — DATE READING CTIIME (MINUTES)ONET TIMEW READING LEVEL (INCHES) 12 — 9/6/2016 1 3:34 - 6" - 2 4:04 30 3-1/4" 2-3/4" 13 — 3 4:04 - 6" - 4 4:34 30 3-1/2" 2-1/2" 14 — 5 4:34 6" - 6 5:04 30 3-1/2" 2-1/2" 15 — 16 — 17 — 18 — PERCOLATION RATE 12 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 — TEST RUN BETWEEN 2.0 FT. AND 3.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: • YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH. PERFORMED BY GEG, Ltd. I,JEFFREY A. GARNESS,CERTIFY THAT THIS WAS PFR/FtMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: // 7 � 1 MUNICIPALITY OF ANCHORAGE fl' Community Development Department Phone: 907-343-7904 On-Site Water & Wastewater Program Fax: 907-343-7997 Septic System Owner-installer Agreement A real estate property owner(Owner) may install their own septic system. The department may issue an approval for a homeowner to perform work on a conventional (not AWVVTS) on-site wastewater disposal system to serve that individual's owner-occupied, single-family or duplex home if the homeowner satisfies and agrees to the following requirements. The property owner and excavation equipment operator may perform work on no more than one owner installed project in a 12-month period. As owner of (legal description) V 6' 1 /e i"e(✓ es Doifc_ T rK cKl agree the following items are true and accurate. 1. My experience installing septic systems is as follows. USA F Qnof h-dcphr r'cfeac OF 4,10/} Reju/ 1i 1f Ootid rrati'n„" 2. The name of the excavation equipment operator is. Oo v,pd 6-c4rf''Y 3. There will not be compensation for installation services rendered. 4. I will be actively involved with the septic system installation at all times. 5. The name of the inspecting engineer is J r A. 676.ril ecr 6. I agree to discuss the following items with the inspecting engineer: a. Permit design criteria and specifications. b. Inspection requirements set forth in AMC 15.65.150. c. 2-hour minimum advance notice given to the On-site Water & Wastewater Program for all required municipal inspections. 7. I agree any changes I make to the items listed above will require a new approval before performing work. 8. I agree to have the project-specific On-site Wastewater Disposal System Permit available at the construction site)for the duration of all related work. Owner's printed name: OCWI' OAr-/-1 S Owner's signature: Date: 3 /Z//f� Septic System Owner Installer Agreement_Feb2015.doc POST IN A CONSPICUOUS PLACE 11A r r x C s ALL WORK MUST BE INSPECTEDField Inspection Request required 2 working days in advance of starting work c and 2 working days in advance for final inspection. Call(907)343-8206 •4 4AgFp'��;, (voice recorder) for scheduling. Permit is not valid without the call-in and also �, t Li El SGt�4 c, 4 must include the one-call ticket(utility locate)number. l e p r t men t MUNICIPALITY OF ANCHORAGE RIGHT OF WAY DIVISION 4700 ELMORE ROAD TELEPHONE:(9017)3438240 RIGHT OF WAY PERMIT R171134 Type: Encrchmnt Grid: SW0263 Date Issued: 3/1/2017 Construction Start: Last Update by: PWMER Last Updated: 02/24/2017 Permittee; MICHAEL CURTIS Contact Person: David Curtis(Michael's son), 703-835-1174 Primary inspector: J.Sauerbrey 343-8044 Site Address: @ Crystal Creel Drve`&Mary.Ester Drive Legal Description: VALLEY VIEW ESTATES TR 2 G:0263 Original Work ..ii:;. • Description: Encroachment of fill approx,26`into the urioeveloped'Crystal Creek Drive.ROW for length of approxi 80', with maximum depth of fill at 4.2'on south property boundary tapering to 0.0' near centerline of ROW. Financial Summary •• ...::::.•,' Fee Description ::, :.. .: . • . Permit 1.00 . : `11.5;00 • Total Fee : 115..00 :: •: .''::=: :: • See reverse for requirements/remarks. I have read and understand both sides of this permit. I agree to the terms and conditions; and I certify that all work will comply with federal, state, and municipal codes and regulations and the provisions of this permit. i 57/ 1 // e> Signature: - Date: